Saray Bosna'da ebniye-yi hayriyenin musavver tarihi

1. H��nk��r Cami-i ��erifi.

2007 application guidelines : Community Development Assistance Program : economic development.

The following activities are considered ineligible. 1. Construction of buildings, or portions thereof, used predominantly for general conduct of government (e.g. city halls, courthouses, jails, police stations, etc.) 2. General government expenses. 3. Costs of operating and maintaining public facilities and services (e.g. mowing parks and replacing street light bulbs). 4. Servicing or refinancing existing debt.

2008 application guidelines : Community Development Assistance Program : economic development.

The following activities are considered ineligible. 1. Construction of buildings, or portions thereof, used predominantly for general conduct of government (e.g. city halls, courthouses, jails, police stations, etc.) 2. General government expenses. 3. Costs of operating and maintaining public facilities and services (e.g. mowing parks and replacing street light bulbs). 4. Servicing or refinancing existing debt.

Chase-Lloyd House at 250: significance of function and integrity of form

(M. Historic Preservation) -- University of Maryland-College Park, 2015 Faculty Advisor: Dr. Constance Werner Ramirez. Program Director: Dr. Donald W. Linebaugh

City of Troy, N.Y. : from actual surveys /

City cadastral street map showing lot/tract lines, lot numbers, names of owners of rural tracts, building coverage, ward boundaries, and ward numbers.

Seismic performance of brick infilled RC frame structures in low and medium rise buildings in Bhutan

The construction of reinforced concrete buildings with unreinforced infill is common practice even in seismically active country such as Bhutan, which is located in high seismic region of Eastern Himalaya. All buildings constructed prior 1998 were constructed without seismic provisions while those constructed after this period adopted seismic codes of neighbouring country, India. However, the codes have limited information on the design of infilled structures besides having differences in architectural requirements which may compound the structural problems. Although the influence of infill on the reinforced concrete framed structures is known, the present seismic codes do not consider it due to the lack of sufficient information. Time history analyses were performed to study the influence of infill on the performance of concrete framed structures. Important parameters were considered and the results presented in a manner that can be used by practitioners. The results show that the influence of infill on the structural performance is significant. The structural responses such as fundamental period, roof displacement, inter-storey drift ratio, stresses in infill wall and structural member forces of beams and column generally reduce, with incorporation of infill wall. The structures designed and constructed with or without seismic provision perform in a similar manner if the infills of high strength are used.

Space structures for sports buildings: Tien T. Lan and Yuan Zhilian (eds). Elsevier Applied Science Publishers, The Netherlands, 1987

This book review states that parts of this interesting volume may prove useful as a reference for designers and researchers in the field, though it lacks somewhat in unity and various important topics are not covered.

Structural shapes; information and tables for architects, engineers and designers of buildings and other steel structures.

Cover-title: Bethlehem manual of steel construction.

Design of structures to resist the effects of atomic weapons, single-story frame buildings.

Cover title.

The five orders of architecture : containing the most plain and simple rules for drawing and executing them in the purest style, for the use of workmen : exhibiting the most approved modes of applying each in practice, suitably to the climate of Great Britain ; including an historical description of Gothic architecture, illustrated with specimens selected from the most celebrated structures now existing, and numerous plans, elevations, sections, and details of various buildings executed by architects of great eminence : to which are added treatises on projection, perspective, fractions, decimal arithmetic, &c. ...

Includes index.

Facilities engineering, maintenance and repair of architectural and structural elements of buildings and structures.

Includes index.

Structural design criteria for structures other than buildings.

"December 1991."

Semi-engineered earthquake-resistant structures: one-storey buildings built up with gabion-box walls

This thesis studies the static and seismic behavior of simple structures made with gabion box walls. The analysis was performed considering a one-story building with standard dimensions in plan (6m x 5m) and a lightweight timber roof. The main focus of the present investigation is to find the principals aspects of the seismic behavior of a one story building made with gabion box walls, in order to prevent a failure due to seismic actions and in this way help to reduce the seismic risk of developing countries where this natural disaster have a significant intensity. Regarding the gabion box wall, it has been performed some calculations and analysis in order to understand the static and dynamic behavior. From the static point of view, it has been performed a verification of the normal stress computing the normal stress that arrives at the base of the gabion wall and the corresponding capacity of the ground. Moreover, regarding the seismic analysis, it has been studied the in-plane and out-of-plane behavior. The most critical aspect was discovered to be the out-of-plane behavior, for which have been developed models considering the ���rigid- no tension model��� for masonry, finding a kinematically admissible multiplier that will create a collapse mechanism for the structure. Furthermore, it has been performed a FEM and DEM models to find the maximum displacement at the center of the wall, maximum tension stresses needed for calculating the steel connectors for joining consecutive gabions and the dimensions (length of the wall and distance between orthogonal walls or buttresses) of a geometrical configuration for the standard modulus of the structure, in order to ensure an adequate safety margin for earthquakes with a PGA around 0.4-0.5g. Using the results obtained before, it has been created some rules of thumb, that have to be satisfy in order to ensure a good behavior of these structure.